Elastoplastic model for discontinuous shear deformation of deep rock mass
Deep rock mass possesses some unusual properties due to high earth stress, which further result in new problems that have not been well understood and explained up to date. In order to investigate the deformation mechanism, the complete deformation process of deep rock mass, with a great emphasis on...
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| Published in | Journal of Central South University Vol. 18; no. 3; pp. 866 - 873 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Changsha
Central South University
01.06.2011
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| Subjects | |
| Online Access | Get full text |
| ISSN | 2095-2899 2227-5223 |
| DOI | 10.1007/s11771-011-0775-6 |
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| Abstract | Deep rock mass possesses some unusual properties due to high earth stress, which further result in new problems that have not been well understood and explained up to date. In order to investigate the deformation mechanism, the complete deformation process of deep rock mass, with a great emphasis on local shear deformation stage, was analyzed in detail. The quasi continuous shear deformation of the deep rock mass is described by a combination of smooth functions: the averaged distribution of the original deformation field, and the local discontinuities along the slip lines. Hence, an elasto-plastic model is established for the shear deformation process, in which the rotational displacement is taken into account as well as the translational component. Numerical analysis method was developed for case study. Deformation process of a tunnel under high earth stress was investigated for verification. |
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| AbstractList | Deep rock mass possesses some unusual properties due to high earth stress, which further result in new problems that have not been well understood and explained up to date. In order to investigate the deformation mechanism, the complete deformation process of deep rock mass, with a great emphasis on local shear deformation stage, was analyzed in detail. The quasi continuous shear deformation of the deep rock mass is described by a combination of smooth functions: the averaged distribution of the original deformation field, and the local discontinuities along the slip lines. Hence, an elasto-plastic model is established for the shear deformation process, in which the rotational displacement is taken into account as well as the translational component. Numerical analysis method was developed for case study. Deformation process of a tunnel under high earth stress was investigated for verification. |
| Author | Deng, Hong-jian Wang, Ming-yang Fan, Peng-xian Qian, Qi-hu |
| Author_xml | – sequence: 1 givenname: Ming-yang surname: Wang fullname: Wang, Ming-yang organization: Engineering Institute of Engineering Corps, PLA University of Science and Technology – sequence: 2 givenname: Peng-xian surname: Fan fullname: Fan, Peng-xian email: fan-px@hotmail.com organization: Engineering Institute of Engineering Corps, PLA University of Science and Technology – sequence: 3 givenname: Qi-hu surname: Qian fullname: Qian, Qi-hu organization: Engineering Institute of Engineering Corps, PLA University of Science and Technology – sequence: 4 givenname: Hong-jian surname: Deng fullname: Deng, Hong-jian organization: Institute of Structural Mechanics, China Academy of Engineering Physics |
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| Cites_doi | 10.1007/BF00851669 10.1016/j.ijrmms.2007.03.002 10.1016/S1365-1609(03)00013-3 10.1016/S1365-1609(99)00074-X 10.1023/A:1026673105750 |
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| Copyright | Central South University Press and Springer-Verlag Berlin Heidelberg 2011 |
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| Keywords | discontinuous deformation elasto-plastic model deep rock mass |
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| References | Wang, Zhou, Qian (CR13) 2006; 25 Eberhardt (CR6) 1998 Chen, Qian, Wang (CR10) 2005; 24 Deng (CR14) 2007 He, Xie, Peng, Jiang (CR3) 2005; 24 Revuzhenko, Shemyakin (CR12) 1977; 18 Kurlenya, Oparin (CR2) 2000; 39 Xie, Gao (CR9) 2000; 37 Peng, Zhang (CR16) 2007 Paterson, Wong (CR7) 2005 Jing (CR15) 2003; 40 Fairhurst (CR5) 2001 Sharan (CR11) 2008; 45 He (CR1) 2004 Wang, Song, Zheng, Chen (CR4) 2006; 25 Kurlenya, Mirekov, Khan (CR8) 1985; 20 C. Fairhurst (775_CR5) 2001 H.-p. Xie (775_CR9) 2000; 37 A. F. Revuzhenko (775_CR12) 1977; 18 S.-p. Peng (775_CR16) 2007 E. Eberhardt (775_CR6) 1998 M.-y. Wang (775_CR13) 2006; 25 M. V. Kurlenya (775_CR8) 1985; 20 M.-chao. He (775_CR1) 2004 S. K. Sharan (775_CR11) 2008; 45 M. S. Paterson (775_CR7) 2005 H.-jian. Deng (775_CR14) 2007 M.-c. He (775_CR3) 2005; 24 M.-y. Wang (775_CR4) 2006; 25 L. Jing (775_CR15) 2003; 40 M. V. Kurlenya (775_CR2) 2000; 39 S.-l. Chen (775_CR10) 2005; 24 |
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Proceedings of the 8th Rock Mechanics and Engineering Conference year: 2004 ident: 775_CR1 – volume: 39 start-page: 305 issue: 4 year: 2000 ident: 775_CR2 publication-title: Journal of Mining Science doi: 10.1023/A:1026673105750 – start-page: 295 volume-title: Engineering geology for underground rocks [M] year: 2007 ident: 775_CR16 – volume: 37 start-page: 477 issue: 3 year: 2000 ident: 775_CR9 publication-title: International Journal of Rock Mechanics and Mining Science doi: 10.1016/S1365-1609(99)00074-X – volume: 24 start-page: 2203 issue: 13 year: 2005 ident: 775_CR10 publication-title: Chinese Journal of Rock Mechanics and Engineering – start-page: 59 volume-title: Experimental rock deformation—The brittle field [M] year: 2005 ident: 775_CR7 |
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| Title | Elastoplastic model for discontinuous shear deformation of deep rock mass |
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